LANDFILL GAS CONTROL MEASURES Sample Clauses

LANDFILL GAS CONTROL MEASURES. The developers of the proposed Westport Project are planning to incorporate a number of design measures identified by SCS Engineers (1989) [Appendix A) for the protection of the development from potential hazards associated with the migration of gases from the refuse fill areas of the site. The landfill gas (LFG) migration controls are designed to prevent migrating methane gas from posing explosive hazards in the proposed 193 structures. Although the design measures are intended to address safety hazards posed by methane, they will also affect the emissions of any other gases present. The measures outlined in the SCS report are summarized in this section. The proposed design measures address two concerns regarding the migration of LFG: (1) migration of gases laterally beyond the limits of the refuse fill areas, and (2) entry and collection of gases in buildings or other structures. The migration of LFG beyond the refuse fill area to the areas of proposed residential development in the north and west portions of the site will be prevented by the installation of a passive perimeter interceptor trench. The passive system could be converted to an active one if future conditions warrant. The system would consist of a gravel-filled trench with horizontal perforated pipe, connected to vertical risers for the venting of any intercepted gases. The trench would be installed at or near the full depth of the landfill, or at the water table. A membrane liner would be installed on the trench wall opposite the refuse fill area. As described previously, a leachate collection trench, combined with a gas-migration barrier has already been constructed by Coopxx Xxxineers along the southeastern boundary of the refuse fill area to prevent gas and leachate migration off-site (Coopxx Xxxineers, 1983). The concerns associated with the entry or collection of gases in structures are addressed by the following measures to be taken for structures to be placed on the refuse fill areas of the site: o Installation of subfloor membrane systems to provide a physical barrier to gas movement into buildings, o Passive ventilation below buildings (gravel fill and vent pipe system which terminates at the roof line) that can be converted to an active system, to prevent the accumulation of gases under foundations, o Installation of LFG monitoring probes below and above the subfloor membrane, and o Installation of automated methane sensors in the lowest level of buildings. Utility systems and gal...
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  • ADJACENT EXCAVATION-SHORING 32. If an excavation shall be made upon land adjacent to the demised premises, or shall be authorized to be made, Tenant shall afford to the person causing or authorized to cause such excavation, license to enter upon the demised premises for the purpose of doing such work as said person shall deem necessary to preserve the wall or the building of which demised premises form a part from injury or damage and to support the same by proper foundations without any claim for damages or indemnity against Owner, or diminution or abatement of rent.

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